Plan Review Details - Permit 08100614
Plan Review Stops For Permit 08100614
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2008-11-24 Cont ID  
Sent By jgomez Date 2008-11-24 Time 12:38 Rev Time 0.00
Received By jgomez Date 2008-11-24 Time 11:40 Sent To PC
Notes
2008-11-24 12:53:35BUILDING REVIEW APPROVED WITH PROVISO:
  
 1- AS PER CONVERSATION WITH CONTRACTOR (JOE) TYPE OF
 ANCHOR TO BE USED IS ALL POINTS SOLID-SET WHICH IS THE
 ONLY ONE THAT WILL RESIST THE CALCULATED DESIGN
 PRESSURES.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-11-01 Cont ID  
Sent By amorse Date 2008-11-01 Time 09:20 Rev Time 0.75
Received By amorse Date 2008-11-01 Time 09:20 Sent To PC
Notes
2008-11-01 09:37:34 
  
 DENIED
  
 1) PROVIDE CORRECT DESIGN PRESSURES ON THE SHUTTER
 SCHEDULE FOR THE AREA OF OPENING AND ZONE THE OPENING
 IS IN, IF YOU USE THE WORST CASE FOR ALL OPENINGS AS
 CHOSEN ON THE ENGINEERING SHEET (-122.3) OR AS MARKED
 ON SHUTTER SCHEDULE (-116.1)? SOME CONNECTIONS WILL NOT
 MEET THE REQUIRED PRESSURES.
  
 2) PROVIDE THE TOP AND BOTTOM CONNECTION ON THE
 SCHEDULE (A/D) FOR SHUTTERS 1 THRU 7 AND (G/H) FOR
 NUMBER 8
  
 3) THE EDGE DISTANCE THAT WAS CHOSEN (2") IS SUBJECT TO
 A REDUCTION IN ON CENTER SPACING (SEE TABLE ON SHEET
 14), O/C SPACING X .50 THIS WOULD BRING THE ON CENTER
 SPACING BELOW THE MINIMUM OF 3". THIS CAN BE RECTIFIED
 BY USING THE CORRECT DESIGN PRESSURE OR INCREASING THE
 EDGE DISTANCE TO 3 1/2" TO USE THE SPACINGS FROM THE
 TABLES
  
 BLDG PLAN REVIEW
 ADRIAN MORSE
 561-805-6716
  

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-11-13 Cont ID  
Sent By adarroug Date 2008-11-13 Time 10:43 Rev Time 0.00
Received By adarroug Date 2008-11-13 Time 10:43 Sent To B
Notes
2008-11-13 10:43:40TO "AMORSE" DESK/RESUB

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2008-11-01 Time   Rev Time  
Received By   Date 2008-10-29 Time   Sent To  
Notes
***NONE***


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